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Corpora.e Internet Disclosure in the a.a.ia. Gulf： a. Empirica. Exa.ina.ion of Determina.ts a.d a.tributes

Journa. of Modern a.counting a.d a.diting 2014年第7期10卷 747-763页

作者： mohamed a. k. basuony Eha. k. a. mohamed a.med F. Elba.oumi a.erica. University in Ca.ro Cairo Egypt Germa. University in Ca.ro Cairo Egypt Ca.ro University Cairo Egypt

This pa.er investiga.es a.d reports on the extent a.d na.ure of corpora.e internet disclosure a.d the determina.ts of internet fina.cia. disclosure （IFD） by compa.ies listed in three Gulf Corpora.ion Council （GCC） countries. This pa.er uses da.a.from 207 listed compa.ies in Musca. Securities Ma.k.t （MSM）, Duba. Fina.cia. Ma.k.t （DFM）, a.d Qa.a. Excha.ge （QE）. Bina.y logistic regression a.a.ysis is used to exa.ine the determina.ts of IFD. k.usk.0}-Wa.lis test is used to exa.ine the differences in disclosure cha.a.teristics a.ong the three countries. The results of this study revea. tha. firm size is the ma.or fa.tor influencing intemet fina.cia. reporting in the GCC. The results revea. tha. the three countries differ significa.tly in a.l the disclosure a.tributes with the exception of the existence of ema.l link. This pa.er extends the strea. of resea.ch tha. confirms the widesprea. use of internet in disclosing fina.cia. informa.ion. The results a.e consistent with previous litera.ure tha. corpora.e size is a.ma.or determina.t of internet fina.cia. reporting. This pa.er provides insights into corpora.e internet disclosure in the GCC tha. will benefit a.l sta.eholders with a. interest in corpora.e reporting in this importa.t region of the world.

关键词： internet fina.cia. reporting disclosure Oma. United a.a. Emira.es (Ua.) Qa.a. Middle Ea.t Gulf Corpora.ion Council (GCC)

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Beha.ior of ra.t on settlement reducing piles:Experimenta. model study

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Journa. of Rock.Mecha.ics a.d Geotechnica. Engineering 2013年第5期5卷 389-399页

作者： basuony El-Ga.hy a.med a.del Ga.il a.del-Fa.ta. Youssef mohamed a.o Ra.a Civil Engineering Depa.tment Faculty of Engineering Minufiya University

a. experimenta. progra. is conducted on model piled ra.ts in sa.d *** experimenta. progra. is a.med to investiga.e the beha.ior of ra.t on settlement reducing *** testing progra. includes tests on models of single pile,unpiled ra.ts a.d ra.ts on 1,4,9,or 16 *** model piles benea.h the ra.ts a.e closed ended displa.ement piles insta.led by *** lengths of piles a.e used in the experiments to represent slenderness ra.io,L/D,of 20,30 a.d 50,*** dimensions of the model ra.ts a.e 30 cm×30 cm with different thick.ess of 0.5 cm,1.0 cm or 1.5 *** ra.t-soil stiffness ra.ios of the model ra.ts ra.ging from 0.39 to 10.56 cover flexible to very stiff *** improvement in the ultima.e bea.ing ca.a.ity is represented by the loa. improvement ra.io,LIR,a.d the reductions in a.era.e settlement a.d differentia. settlement a.e represented by the settlement ra.io,SR,a.d the differentia. settlement ra.io,DSR,*** effects of the number of settlement reducing piles,ra.t rela.ive stiffness,a.d the slenderness ra.io of piles on the loa. improvement ra.io,settlement ra.io a.d differentia. settlement ra.io a.e presented a.d *** results of the tests show the effectiveness of using piles a. settlement reduction mea.ure with the *** the number of settlement reducing piles increa.es,the loa. improvement ra.io increa.es a.d the differentia. settlement ra.io decrea.es.

关键词： Ra.t Settlement reducing piles Piled ra.t Model tests Sa.d soil

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Beha.ior of ra.t on settlement reducing piles:Experimenta. model study

Behavior of raft on settlement reducing piles:Experimental m...

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第13届全国岩石动力学学术会议

作者： basuony El-Ga.hy a.med a.del Ga.il a.del-Fa.ta. Youssef mohamed a.o Ra.a Civil Engineering Depa.tment Faculty of EngineeringMinufiya UniversityShebin El-KomEgypt

a. experimenta. progra. is conducted on model piled ra.ts in sa.d *** experimenta. progra. is a.med to investiga.e the beha.ior of ra.t on settlement reducing *** testing progra. includes tests on models of single pile,unpiled ra.ts a.d ra.ts on 1,4,9,or 16 *** model piles benea.h the ra.ts a.e closed ended displa.ement piles insta.led by *** lengths of piles a.e used in the experiments to represent slenderness ra.io,L/D,of 20,30 a.d 50,*** dimensions of the model ra.ts a.e 30 cm x 30cm with different thick.ess of 0.5 cm,1.0 cm or 1.5 *** ra.t-soil stiffness ra.ios of the model ra.ts ra.ging from 0.39 to 10.56 cover flexible to very stiff *** improvement in the ultima.e bea.ing ca.a.ity is represented by the loa. improvement ra.io,LIR,a.d the reductions in a.era.e settlement a.d differentia. settlement a.e represented by the settlement ra.io,SR,a.d the differentia. settlement ra.io,DSR,*** effects of the number of settlement reducing piles,ra.t rela.ive stiffness,a.d the slenderness ra.io of piles on the loa. improvement ra.io,settlement ra.io a.d differentia. settlement ra.io a.e presented a.d *** results of the tests show the effectiveness of using piles a. settlement reduction mea.ure with the *** the number of settlement reducing piles increa.es,the loa. improvement ra.io increa.es a.d the differentia. settlement ra.io decrea.es.

关键词： Ra.t Settlement reducing piles Piled ra.t Model tests Sa.d soil

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